ИССЛЕДОВАНИЕ ВЛИЯНИЯ ГЕОРЕШЕТОК ИЗ НАТУРАЛЬНЫХ ВОЛОКОН НА НЕСУЩУЮ СПОСОБНОСТЬ ДОРОЖНОГО ОСНОВАНИЯ Investigation of the Effect of Natural-Fiber Geogrids on the California Bearing Ratio (CBR) of subbase layer of the Road
Аннотация
Представлены результаты исследований различных типов георешеток из местных материалов для увеличения несущей способности дорожного основания. Рассматривались конструкции дорожной одежды, армированной натуральными джутовыми волокнами (в том числе после обработки их битумом) и базальтовыми волокнами. Определялись основные физико-механические параметры и калифорнийский коэффициент несущей способности (CBR). На основании выполненных исследований был сделан вывод о том, что предлагаемые конструкции георешеток могут быть использованы при строительстве автомобильных дорог путем армирования дорожной насыпи с целью повышения ее несущей способности и устойчивости.
Полный текст статьи публикуется в английской версии журнала
«Soil Mechanics and Foundation Engineering”, vol.60, No.2
Литература
Maltaş A., Özen H., Saraçoğlu A. (2018), ‘’Ağ tarama ve K-ortalama kümeleme yöntemleri ile kaza kara noktalarının belirlenmesi: İstanbul D100 Karayolu örneği’’ Pamukkale Üni. Muh. Bilim Dergisi, 25(6), 672-682, 2019, doi: 10.5505/pajes.2018.77012
Adana Çukurova Üniversitesi (2015) Zemin Mekaniği II Ders Slaytları https://imb.cu.edu.tr/storage/Ders%20Notlar%C4%B1%20ve%20Yararl%C4%B1%20D%C3%B6k%C3%BCmanlar/Zemin%20%C4%B0yile%C5%9Ftirme%20Y%C3%B6ntemleri%202.pdf
Koerner, R.M. 1999. Designing with geosynthetics, Prentice Hall, New Jersey.
Zornberg, J. G., & Gupta, R. (2010, May). Geosynthetics in pavements: North American contributions. In Theme Speaker Lecture, Proceedings of the 9th International Conference on Geosynthetics, Guarujá, Brazil, May (Vol. 1, pp. 379-400).
Milligan, G. W. E., Jewell, R. A., Houlsby, G. T., ve Burd, H. J., 1989a. A new approach to the design of unpaved roads-Part I. Ground Engineering, 22- 3, (25–29).
Milligan, G. W. E., Jewell, R. A., Houlsby, G. T., ve Burd, H. J., 1989b. A new approach to the design of unpaved roads-Part II. Ground Engineering, 22- 8, (37–42).
Choudhary, A. K., Murali Krishna, A., 2011. Soil-geosynthetics interaction properties for different types of soil. Proceedings of Indian Geotechnical Conference, (j-284), Kochi.
Dawson, A.R, Little, P.H. and Brown, S.F., 1994. Rutting behaviour in geosynthetic-reinforced unsurfaced pavements. Proceedings 5th International Conference on Geotextiles, Geomembranes and related products, 1(143–146), International Geotextile Society (Ed), SEAC-IGS, 224s, Singapore.
Tingle, J. ve Jersey, S., 2007. Empirical Design Methods for GeosyntheticReinforced Low Volume Roads. Transportation Research Record, Journal of the Transportation Research Board, No. 1989, Low-Volume Roads 2007-2.
Gökova S. 2018. ‘Karayolu Üstyapılarında Taşıma Gücü Düşük Taban Zeminine Sahip Kesimlerde Geogrid Kullanımının Üstyapı Yapısal Performansına Etkisi’ Doktora Tezi SDÜ FBE
Bueno, B.S., Benjamim, C.V.S., and Zornberg, J.G., 2005. Field Performance of a Full-scale Retaining Wall Reinforced with Non-woven Geotextiles. Slopes and Retaining Structures under Seismic and Static Conditions. ASCE Geotechnical Special Publication No. 140, Gabr, Bowders, Elton, and Zornberg (Ed), Austin, Texas
Yılmaz H.R., 1995, Uygun Bir Geotekstil Kullanımı ile Yol İnşaatında Maliyetlerin Düşürülmesi Üzerine Bir Uygulama, TMMOB İstanbul Şubesi, 3.Ulaştırma Kong., İstanbul.
Yılmaz H.R., Eskişar T., 2003(b), Cost Considerations on the Economy of Using Geotextiles and an Improvement Application Example for İzmir – Melez Delta, Nonwoven Technical Textiles Technology, June, 28-33.
Yetimoğlu, T. 1994. Geogrid-Donatılı Kum Zemine Oturan Temellerin Taşıma Kapasitesi, Doktora tezi, İTÜ Fen Bil. Enstitüsü
Duncan – Williams E., Attoh-Okine Nii O. (2007). ‘’ Effect of geogrid in granular base strength-An experimental investigation’’Department of Civil and Environmental Engineering, University of Delaware, Newark, DE, United States Received 19 January 2007; received in revised form 17 August 2007; accepted 21 August 2007 Available online 1 November 2007
Yıldırım D. ‘’ Geogrid Donatılı Stabilize Dolgu Tabakası İle Kil Zeminlerin İyileştirilmesi’’ Ç.Ü. Fen Bilimleri Enstitüsü Yüksek Lisans Tezi
Singh P., Gill K. S. (2012). “CBR ımprovement of clayey soil with geo-grid reinforcement” International Journal of Emerging Technology and Advanced Engineering (ISSN 2250-2459, Volume 2, Issue 6, June 2012
MANDAL, J. N. and SAH, H. S., “Bearing capacity tests on geogrid-reinforced clay” Geotextiles and Geomembranes, Volume 11, Issue 3, Pages 327 333,1992
Haas R., Walls J., Carroll R. G. ‘’ Geogrid Reinforcement of Granular Bases Flexible Pavements’’ TRANSPORTATION RESEARCH RECORD l188
Al-Qadi IL, Dessouky SH, Kwon J, Tutumluer E. Geogrid in Esnek Kaplamalar: Doğrulanmış Mekanizma. Ulaşım Araştırma Kaydı . 2008; 2045 (1): 102-109. doi: 10.3141 / 2045-12
RAMASWAMY, S.D., and PURUSHOTHAMAN, P., 1992. “Model footings of geogrid reinforced clay.”Proceedings of the Indian Geotechnical Conference on Geotechnique Today, Vol. 1, pp. 183-186.
https://tr.wikipedia.org/wiki/Bazalt
https://www.netpakambalaj.com/tr/jut-nedir--h-49
Kabir, M. M., Wang, H., Lau, K. T., & Cardona, F. (2012). Chemical treatments on plant-based natural fibre reinforced polymer composites: An overview. Composites Part B: Engineering, 43(7), 2883-2892.
https://www.teknoyapi.com.tr/tr/urunler/restorasyon-urunleri/teknobazaltmesh-350
https://basfiber.com/products/reinforcing-mesh
Talukdar, D. K. (2014). A study of correlation between California Bearing Ratio (CBR) value with other properties of soil. International Journal of Emerging Technology and Advanced Engineering, 4(1), 559-562.
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